A W8 x 67 A36 steel column having a height of 10.5m meter carry an axial load P as shown in the figure. The supports at the ground level are fixed while the connection of the beam and column joints are pinned connection. Use Fy= 248 MPa. Ag-12,710 mm^2 d=228.69 mm bf=210.31 mm tf=23.75 mm tw=14.48 mm kdes=36.51 mm rx=94.49 mm ry=53.85 mm Ix=113 x 10^6 mm^4 ly-37 x 10^6 mm^4 T Compute Design Compressive Strength of each column in kN.

A W8 x 67 A36 steel column having a height of 10.5m meter carry an axial load P as shown in the figure. The supports at the ground level are fixed while the connection of the beam and column joints are pinned connection. Use Fy= 248 MPa. Ag-12,710 mm^2 d=228.69 mm bf=210.31 mm tf=23.75 mm tw=14.48 mm kdes=36.51 mm rx=94.49 mm ry=53.85 mm Ix=113 x 10^6 mm^4 ly-37 x 10^6 mm^4 T Compute Design Compressive Strength of each column in kN.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.8.3P

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